(一套超级经典)挡土墙工程数量计算表

墙高H 墙趾高H1

上墙宽

B1

平台宽B2墙趾宽B3

上墙高H2墙背高H3

基础底宽B

墙面坡N1

上墙背坡N2下墙背坡N3

上墙体积S1下墙体积

S2

每延米工程

量20.50.50.370.3 1.04 1.58 1.160.050.250.250.68 1.84 2.5230.50.50.580.3 1.45 2.19 1.380.050.250.25 1.04 3.02 4.0640.50.50.750.3 1.87 2.79 1.540.050.320.25 1.58 4.31 5.8950.50.50.930.3 2.28 3.41 1.880.050.320.25 2.09 6.168.2660.50.5 1.050.3 2.73 3.98 2.050.050.320.25 2.747.7610.5070.70.8 1.100.35 3.18 4.52 2.580.050.320.25 4.4110.9015.3280.80.9 1.200.4 3.64 5.17 3.070.050.320.25 5.7214.3920.1190.9 1.05 1.300.45 4.10 6.12 3.130.050.320.257.4018.1325.5310

1 1.05 1.600.5 4.57 6.79 3.600.050.350.258.9622.91

31.87

平均高度长度m 工程量备注

0.8037.5037.800.8021.9022.080.60 5.00 3.783.0014.5058.871.3817.5030.430.002.0036.5091.982.3017.5044.101.7311.6025.282.48

28.10

87.80402.12

K0+090~+126.5K0+126.5~+144K0+154~+165.6K0+165.6~+193.7

合计

K0+100~+137.5K0+134.5~+156.4K0+157~+162K0+162~+1176.5K0+176.5~+194

2#路

X标段挡土墙工程量签证表

上墙体积S1=(H1+(B-B2))*H2/2下墙体积S2=(B1+B2+B3+B)*H3/2

每延米工程量=S1+S2+S3 工程量=平均高度/H*每延米工程量*长度

桩号1#路

编制：审核：复核：

0.000